Three-dimensional model for aerosol transport and deposition in expanding and contracting alveoli

被引:13
作者
Balashazy, Imre [1 ]
Hofmann, Werner [2 ]
Farkas, Arpad [1 ]
Madas, Balazs G. [1 ]
机构
[1] MTA KFKI Atom Energy Res Inst, Hlth & Environm Phys Dept, H-1525 Budapest 114, Hungary
[2] Salzburg Univ, Dept Mat Engn & Phys, Div Phys & Biophys, A-5020 Salzburg, Austria
基金
匈牙利科学研究基金会;
关键词
D O I
10.1080/08958370801915291
中图分类号
R99 [毒物学(毒理学)];
学科分类号
100405 ;
摘要
Particle transport and deposition within a model alveolus, represented by a rhythmically expanding and contracting hemisphere, was modeled by a three-dimensional analytical model for the time-dependent air velocity field as a superposition of uniform and radial flow components, satisfying both the mass and momentum conservation equations. Trajectories of particles entrained in the airflow were calculated by a numerical particle trajectory code to compute simultaneously deposition by inertial impaction, gravitational sedimentation, Brownian diffusion, and interception. Five different orientations of the orifice of the alveolus relative to the direction of gravity were selected. Deposition was calculated for particles from 1 nm to 10 mu m, for 3 breathing conditions, and for 5 different entrance times relative to the onset of inspiration. For the analyzed cases, the spatial orientation of the orifice of an alveolus has practically no effect on deposition for particles below about 0.1 mu m, where deposition is dominated by Brownian motion. Above about 1 m, where deposition is governed primarily by gravitational settling, deposition can vary from 0 to 100%, depending on the spatial orientation, while deposition of particles 0.1-1 mu m falls between these two extreme cases. Due to the isotropic nature of Brownian motion, deposition of the 10-nm particles is practically uniform for all spatial orientations. However, for larger particles, deposition can be quite inhomogeneous, consistent with the direction of gravity. While nearly all particles are exhaled during the successive expiration phase, there are a few cases where particles still leave the alveolus even after many breathing cycles.
引用
收藏
页码:611 / 621
页数:11
相关论文
共 50 条
  • [21] A Stochastic Model of Transport in Three-Dimensional Porous Media
    Cyril Fleurant
    Jan van der Lee
    Mathematical Geology, 2001, 33 : 449 - 474
  • [22] STRATAQ: A three-dimensional Chemical Transport Model of the stratosphere
    Grassi, B
    Redaelli, G
    Visconti, G
    ANNALES GEOPHYSICAE, 2002, 20 (06) : 847 - 862
  • [23] Multiannual simulations with a three-dimensional chemical transport model
    Chipperfield, MP
    JOURNAL OF GEOPHYSICAL RESEARCH-ATMOSPHERES, 1999, 104 (D1) : 1781 - 1805
  • [24] A stochastic model of transport in three-dimensional porous media
    Fleurant, C
    van der Lee, J
    MATHEMATICAL GEOLOGY, 2001, 33 (04): : 449 - 474
  • [25] ONE-DIMENSIONAL MODEL FOR THREE-DIMENSIONAL TRANSPORT IN A PIPE.
    Larsen, Edward W.
    Transport Theory and Statistical Physics, 1984, 13 (05): : 599 - 614
  • [26] Aerosol deposition in turbulent channel flow on a regular array of three-dimensional roughness elements
    Lai, ACK
    Byrne, MA
    Goddard, AJH
    JOURNAL OF AEROSOL SCIENCE, 2001, 32 (01) : 121 - 137
  • [27] Dust Monitoring and Three-Dimensional Transport Characteristics of Dust Aerosol in Beijing, Tianjin, and Hebei
    Zhang, Siqin
    Wu, Jianjun
    Yao, Jiaqi
    Quan, Xuefeng
    Zhai, Haoran
    Lu, Qingkai
    Xia, Haobin
    Wang, Mengran
    Guo, Jinquan
    ATMOSPHERE, 2024, 15 (10)
  • [28] A three-dimensional reactive transport model for sediments, incorporating microniches
    Sochaczewski, Lukasz
    Stockdale, Anthony
    Davison, William
    Tych, Wlodek
    Zhang, Hao
    ENVIRONMENTAL CHEMISTRY, 2008, 5 (03) : 218 - 225
  • [29] Spin transport in the frustrated anisotropic three-dimensional XY model
    Lima, L. S.
    SOLID STATE COMMUNICATIONS, 2016, 248 : 115 - 119
  • [30] Three-dimensional mathematical model of suspended-sediment transport
    Fang, HW
    Wang, GQ
    JOURNAL OF HYDRAULIC ENGINEERING, 2000, 126 (08) : 578 - 592